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Skale plans
Attached to the e-mail Application and Design plans.
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Log in to see the plans as drawn rs2 0.42mm COLORBOND® steel BlueScope Lysaght
¿ play your partroof
TRIMDEK® - print on
sheeting @2recycled paper
degree pitch to be 5m 4 3 2 1
fixed in accordance with manufacturers
specifications. Roof framing to be in accordance
with structural engineers design and detail.
rs3 0.42mm COLORBOND® steel BlueScope Lysaght
TRIMDEK® roof sheeting @15 degree pitch to be
fixed in accordance with manufacturers
specifications. Roof framing to be in accordance
with structural engineers design and detail.
DRAINAGE NOTES
All excavations to be in accordance with BCA 3.1.1. Site to have cut/
fill in accordance with geotechnical engineers design and detail.
Under slab fill to be in accordance with engineers design and detail.
Sediment control barriers are to be constructed to all disturbed areas
of ground.
Silt retention fences are to be installed prior to the commencement of
any earth works. The fence shall be constructed along the lowest
point of the proposed works to ensure that all surface storm water
runoff is captured. The fence shall remain in place until landscaping
and completed drainage measures are in place.
Upon completion of the construction works the builder shall ensure all
battered cut and fill banks are graded smooth including the
surrounding building platform area to all disturbed areas of the site.
The builder is to ensure that the graded levels around the building
allow for the adequate flow of water away from the building and 8 7 6 5 4 3 2 1
towards the rainwater pits. There shall be no ponding of water.
Sediment control barriers are to be installed in accordance with
ASTM D6461-99 Standard Specification for Silt Fence Materials. 150mm UPVC stormwater pipe 100mm UPVC stormwater pipe 100mm UPVC stormwater pipe
100mm UPVC stormwater pipe
150mm UPVC stormwater pipe
150mm UPVC stormwater pipe
100mm UPVC stormwater pipe
7 - T6500 (29560 litres)
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
7 - T6500 (29560 litres)
100mm UPVC stormwater pipe
100mm UPVC stormwater pipe
150mm UPVC overflow pipe
7 - T6500 (29560 litres)
150mm UPVC overflow pipe
150mm UPVC overflow pipe
stormwater pipe
100mm UPVC
150mm UPVC overflow pipe Overflow directed to
street swale drain
Drainage plan
1:100
/Users/benthornton/Docs/Cadfiles/1901 - Seeto/Archicad/23072020/1901.pln
sbt designs pty ltd t/a
Skale Building Design builder Chris Fletcher
Director / Builder
project Residence lot no. 9 H Revised Construction issue 20/8/20
project number
Mobile: 0412 025 657 Squire Development Group Pty Ltd
for Dereke & Melanie Seeto plan no. 99140 G Revised Construction issue 23/7/20
1901
skale
0412 743 408 F Revised Construction issue 9/7/20
skale.com.au 71 Noosa River Drive drawn BT
E Revised BA issue 29/6/20
drawing number
building design
[email protected]
A.C.N. 123 976 296 QBCC: 1143 609 at Noosa North Shore scale (A2) 1:100 Rev Details Date 1.9 H © Skale Building Design
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